Structural Analysis of the Sympathetic Restoration and Conservation of the Gopinath Temple, Kathmandu, Nepal

• Published in: Heritage 2024-06, Vol.7 (6), p.3194-3210
• Main Authors: Arce, Andrés, Jiménez Rios, Alejandro, Tomic, Igor, Biggs, David
• Format: Article
• Language: English
• Subjects: Analysis; Architecture; Buildings; Case studies; Climate change; Climatic changes; Computer software industry; Cultural heritage; Cultural property, Protection of; Cultural values; Earthquakes; Gopinath temple; Gorka earthquake; Historic preservation; Historic sites; History; Intervention; Masonry; Nepal; Nepal heritage conservation; Numerical analysis; Protection and preservation; safety-level assessment; Seismic engineering; Shear strength; structural analysis; Sustainable development; sympathetic intervention proposal; Tension tests; Timber; United States
• ISSN: 2571-9408; 2571-9408
• DOI: 10.3390/heritage7060151

The sympathetic restoration and conservation of built cultural heritage play a significant role in the management and preparedness for future climate scenarios by facilitating adaptive reuse, enhancing cultural resilience, preserving traditional knowledge, and boosting tourism. The importance of restoring damaged heritage sites after an earthquake drew international attention to Nepal after the 2015 Gorka Earthquake. UNESCO established an office in Kathmandu to promote the restoration of tangible and intangible heritage in the area. This included developing structural analyses of buildings with historical and cultural value that, due to their nature, cannot be intervened with the same methodology as modern buildings. In this paper, the case study of the earthquake-damaged Gopinath temple is discussed. First, an initial visual inspection phase and the following diagnosis of the structure are discussed. Then, the results from a series of static and dynamic structural analyses performed to determine the safety level of the structure, together with a sensitivity analysis, are presented. A sympathetic intervention proposal capable of increasing the temple’s safety level, and based on the addition of timber plates, has resulted in substantial improvements in the lateral behavior of the structure. The proposed intervention is deemed sustainable and able to increase the resilience of the temple in the face of future hazards.